Barsom J M. Development of fracture toughness requirements for weld metals in seismic applications [J]. Journal of Materials in Civil Engineering, 2002, 14(1): 44―49.
[2]
Ricles J M, Fisher J W, Lu L W, et al. Development of improved welded moment connections for earthquake- resistant design [J]. Journal of Constructional Steel Research, 2002, 58(5/6/7/8): 565―604.
[3]
Jones S L, Fry G T, Engelhardt M D. Experimental evaluation of cyclically loaded reduced beam section moment connections [J]. Journal of Structural Engineering, 2002, 128(4): 441―451.
[4]
郁有升, 王燕. 钢框架梁翼缘削弱型节点力学性能的试验研究[J]. 工程力学, 2009, 26(2): 168―175. Yu Yousheng, Wang Yan. Experimental study on the mechanical property of reduced beam section connections of steel frames [J]. Engineering Mechanics, 2009, 26(2): 168―175. (in Chinese)
[5]
Chen C C, Lin C C, Tsai C L. Evaluation of reinforced connections between steel beams and box columns [J]. Engineering Structures, 2004, 26(13): 1889―1904.
[6]
王燕, 郁有升, 王鹏. 钢框架梁端翼缘板式加强型节点力学性能试验研究[J]. 工程力学, 2011, 28(3): 177―184. Wang Yan, Yu Yousheng, Wang Peng. Experimental study on mechanics property of flange plate-reinforced connections of steel frames [J]. Engineering Mechanics, 2011, 28(3): 177―184. (in Chinese)
[7]
Stojadinović B, Goel S C, Lee K H, et al. Parametric tests on unreinforced steel moment connections [J]. Journal of Structural Engineering, 2000, 126(1): 40―49.
[8]
Chi W M, Deierlein G G, Ingraffea A. Fracture toughness demands in welded beam-column moment connections [J]. Journal of Structural Engineering, 2000, 126(1): 88―97.
[9]
Righiniotis T D, Lancaster E R, Hobbs R E. Fracture strength of a moment resisting welded connection under combined loading Part I — Formulation [J]. Journal of Constructional Steel Research, 2000, 56(1): 17―30.
[10]
Righiniotis T D, Hobbs R E. Fracture strength of a moment resisting welded connection under combined loading Part II — Results [J]. Journal of Constructional Steel Research, 2000, 56(1): 31―45.
[11]
Matos C G, Dodds R H Jr. Probabilistic modeling of weld fracture in steel frame connections part I: Quasi-static loading [J]. Engineering Structures, 2001, 23(8): 1011―1030.
[12]
Matos C G, Dodds R H Jr. Probabilistic modeling of weld fracture in steel frame connections part II: Seismic loading [J]. Engineering Structures, 2002, 24(6): 687―705.
[13]
王元清, 周晖, 石永久, 等. 基于断裂力学的钢框架梁柱节点抗震性能分析[J]. 工程力学, 2012, 29(4): 104―112. Wang Yuanqing, Zhou Hui, Shi Yongjiu, et al. Seismic behavior analyses of welded beam-to-column connections based on fracture mechanics [J]. Engineering Mechanics, 2012, 29(4): 104―112. (in Chinese)
[14]
胡方鑫, 施刚, 石永久. 基于断裂力学的高强度钢材梁柱节点受力性能分析[J]. 工程力学, doi:10.6052/j.issn. 1000-4750.2013.10.0902. Hu Fangxin, Shi Gang, Shi Yongjiu. Analysis on behavior of beam-column connections using high strength steel based on fracture mechanics [J]. Engineering Mechanics, doi:10.6052/j.issn.1000-4750. 2013.10.0902. (in Chinese)
[15]
Kanvinde A M, Deierlein G G. Void growth model and stress modified critical strain model to predict ductile fracture in structural steels [J]. Journal of Structural Engineering, 2006, 132(12): 1907―1918.
[16]
王伟, 廖芳芳, 陈以一. 基于微观机制的钢结构节点延性断裂预测与裂后路径分析[J]. 工程力学, 2014, 31(3): 101―108, 115. Wang Wei, Liao Fangfang, Chen Yiyi. Ductile fracture prediction and post-fracture path tracing of steel connections based on micromechanics-based fracture criteria [J]. Engineering Mechanics, 2014, 31(3): 101―108, 115. (in Chinese)
[17]
Liao F F, Wang W, Chen Y Y. Parameter calibrations and application of micromechanical fracture models of structural steels [J]. Structural Engineering and Mechanics, 2012, 42(2): 153―174.
[18]
ABAQUS User’s Manual, Version 6.8 [M]. Providence, RI: Hibbitt, Karlsson and Sorenson, Inc., 2008.
[19]
Anderson T L. Fracture Mechanics: Fundamentals and Applications [M]. 3rd ed. Boca Raton, Florida: CRC Press, 2005.
[20]
McClintock F A. A criterion for ductile fracture by the growth of holes [J]. Journal of Applied Mechanics, 1968, 35(2): 363―371.
[21]
Rice J R, Tracey D M. On the ductile enlargement of voids in triaxial stress fields [J]. Journal of Mechanics and Physics of Solids, 1969, 17(3): 201―217.
[22]
Hancock J W, Mackenzie A C. On the mechanics of ductile failure in high-strength steel subjected to multi-axial stress-states [J]. Journal of Mechanics and Physics of Solids, 1976, 24(3): 147―169.
[23]
ASTM E8-08. Standard test methods for tension testing of metallic materials [S]. West Conshohocken: ASTM, 2008.
[24]
Zener C, Hollomon J H. Effect of strain rate upon plastic flow of steel [J]. Journal of Applied Physics, 1944, 15(1): 22―32.
[25]
石永久, 熊俊, 王元清. 钢框架梁柱节点焊缝损伤性能研究I: 试验研究[J]. 建筑结构学报, 2012, 33(3): 48―55. Shi Yongjiu, Xiong Jun, Wang Yuanqing. Study on damage behavior of weld of beam-to-column connection in steel frame I: experiment [J]. Journal of Building Structures, 2012, 33(3): 48―55. (in Chinese)
[26]
Wu Y M, Wang Y Q, Shi Y J, et al. Effects of low temperature on properties of structural steels [J]. Journal of University of Science and Technology Beijing, 2004, 11(5): 442―448.
[27]
刘永明, 张晔江, 陈以一, 等. 焊接热影响区断裂性能试验研究[J]. 力学季刊, 2002, 23(2): 157―163. Liu Yongming, Zhang Yejiang, Chen Yiyi, et al. Experimental research on fracture performance in weld heat-affect zone [J]. Chinese Quarterly of Mechanics, 2002, 23(2): 157―163. (in Chinese)